Plasticity fibre model for steel triangular plate energy dissipating devices.
Properly fabricated triangular plate added damping and stiffness (TADAS) devices can sustain a large number of yield reversals without strength degradation, thereby dissipating a significant amount of earthquake induced energy. A pronounced isotropic hardening effect is recognized in the force defor...
| Опубликовано в:: | Earthquake engineering & structural dynamics. 31, 9 (2002). |
|---|---|
| Главный автор: | |
| Формат: | Статья |
| Язык: | English |
| Предметы: |